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  • In this work laminatedarches are solved under the condition that anisotropic layers are consider and the generalized plane strain state is assumed. In the frame of this assumption it is also supposed the arch is long enough to assume that the dependence of radial and hoop displacements on the axial coordinate is fairly negligible. Mathematical apparatus is fully discussed and formulas needed for programming on computers are derived. The focus here is concentrated on the problem of impact load, which can be simplified by developing the time coordinate into the Fourier series.
  • In this work laminatedarches are solved under the condition that anisotropic layers are consider and the generalized plane strain state is assumed. In the frame of this assumption it is also supposed the arch is long enough to assume that the dependence of radial and hoop displacements on the axial coordinate is fairly negligible. Mathematical apparatus is fully discussed and formulas needed for programming on computers are derived. The focus here is concentrated on the problem of impact load, which can be simplified by developing the time coordinate into the Fourier series. (en)
Title
  • Eigenfrequencies of Pseudo 3D Thick-Walled Composite Arches
  • Eigenfrequencies of Pseudo 3D Thick-Walled Composite Arches (en)
skos:prefLabel
  • Eigenfrequencies of Pseudo 3D Thick-Walled Composite Arches
  • Eigenfrequencies of Pseudo 3D Thick-Walled Composite Arches (en)
skos:notation
  • RIV/00216275:25510/09:00008842!RIV10-GA0-25510___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(GA103/08/0922), P(GA103/08/1197)
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
http://linked.open.../riv/druhVysledku
http://linked.open...iv/duvernostUdaju
http://linked.open...titaPredkladatele
http://linked.open...dnocenehoVysledku
  • 312558
http://linked.open...ai/riv/idVysledku
  • RIV/00216275:25510/09:00008842
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • dynamical response; cylindrical laminated arches; anisotropic layers; impact load; semi-analytic solution; eigenfrequencies (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [8C3E9BFE7E7A]
http://linked.open...v/mistoKonaniAkce
  • Adelaide, Australia
http://linked.open...i/riv/mistoVydani
  • Singapore
http://linked.open...i/riv/nazevZdroje
  • Proceedings of the 8th International Conference on Shock and Impact Loads on Structures
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Procházka, Petr
  • Doležel, Vladimír
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
number of pages
http://purl.org/ne...btex#hasPublisher
  • CI-Premier Pte Ltd
https://schema.org/isbn
  • 978-981-08-3245-2
http://localhost/t...ganizacniJednotka
  • 25510
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